The URL can be used to link to this page

WS-10-398 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 137719 Permit Number: WS -3 -10 -398 Scheduled Inspection Date: April 05, 2010 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: STOCKS, THOMAS Work Classification: Window /Door Replacement Job Address: 26 NW 108 Street Miami Shores, FL 33168 -4311 Phone Number Parcel Number 1121360110110 Project: <NONE> Contractor: ATLANTIC ARMOR INC Phone: (954)770 -0726 Building Department Comments INSTALLATION OF ONE STORM PANEL AND ONE IMPACT DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection a Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 02, 2010 For Inspections please call: (305)762 -4949 Page 7 of 18 3 a - - - N "' Miami Shores Village y ; 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 h Phone: (305)795 -2204 ;may �VE)� eR _04 q Expiration: 09 Project Address Parcel Number Applicant 26 108 Street 1121360110110 Miami Shores, FL 33168 -4311 Block: Lot: THOMAS STOCKS Owner Information Address Phone Cell THOMAS STOCKS 26 108 Street MIAMI SHORES FL 33168 -4311 Contractor(s) Phone Cell Phone Valuation: $ 2,000. ATLANTIC ARMOR INC (954)770 -0726 Total Sq Feet: 31 Type of Work: SHUTTER $ DOOR Available Inspections: No of Openings: 2 Inspection Type: Additional Info: IMPACT Window Door Attachment Classification: Residential Final Shutters Final Shutter Attachment Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 Invoice # WS - - - 37267 Permit Fee $120.00 03/11/2010 Check #: 8590 $ 50.00 $ 82.20 Scanning Fee $9,d0 03/17/2010 Check #: 8594 $ 82.20 $ 0.00 Technology Fee $1.60 Total: $132.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. March 17, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy March 17, 2010 1 rMAR ko fm TO Lonvs Miami Shores Village 1 1 2010 Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No 10 — K PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle)- Building Roofing / Owner's Name (Fee Simple Titleholder) /j Q�y.aS' Jv�t>c�S Phone # SOS 7S S Owner's Address 2 4V /U 7 -7 1 C ity , .9^ : tare )07 zip -3 l 8 Tenant/Lessee Name Phone # Job Address (where the work is being done) 2a Aa) loo 5�° City Miami Shores Villaae County Miami -Dade zip FOLIO / PARCEL # // & ® /( 0 Is Building Historically Designated YES NO Contractor's Company Name ?0-n �e rrG A a N S C- Phone # q V - 720 07. 6;' Contractor's Address 2823 .6 - i � t - �,,�. .. City v -Pi State / zip '3 3 12 B Qualifier Name ..Jp Gt Phone # 7 7 7 State Certificate or Registration No. // S"D S'/ �j�, Certificate of Competency No. Architect/Engineer's Name (if applicable) Ao � Phone # Value of Work For this Permit $ -a-06,S7 ejO 0 9;re Linear Footage Of Work. Type of Work: ❑Addition [�Aheration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: t sy-�,y �� C �YTO��s� �iw�t.�.e ew v 1,1r- & W Submittal Fee r $ Permit Fee $ CCF $ ) . g o CO /CC Notary $ Training/Education Fee $ Technology Fee $ 1. Scanning $ • Radon $ DPBR $ Zoning $ Bond $ Code Enforcement$ Double Fee $ Structural Review. $ Total Fee Now Due $ (' See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comm ment must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued n ab nce of such posted notice, the inspection will not be approved and a reinspec 'on fee will be charged Signature S' ature Owner or Agent Contractor The foregoin instrument was acknowledged before m, ee this � The fore �' j g instrument was acknowledged before me this .� day of, 20 f�, by /fte�i�S �a�c�' ay of /U�n.�t , 20 d by �Ja1 I who is personally known to me or who has produced /.fie, who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: o Wit r AAichaet W Picker Prin ?� MichaeI W Picker My Commis ids; Expires 08/22/2013 My Co on a� Expires 08/2212013 APPLICATION APPROVED BY: C� Plans Examiner Engineer Zoning (Revised 07/10/07) Miami -Dade My Home Page 1 of 2 My Home ". MIAMI -[DAIX Show Me: .. ........ Property Information u Legend Search By Pr o perty Nv rtt m `x Bo undary Se a It lt em g am" Selected Property Text only Property Appraiser Tax Estimator - Street Property Appraiser Tax S Highway Comparison Miami-Dade a County Portability S.O.H. Calculator Water Summary Details: t9 n6NW108STMI,&MI -21 11 11 NW 108 ST W OMAS M STOCKS ORES FL 168 -4311 Property Information: WUnff tts: SINGLE FAMILY DENCE l RESIDENTIAL - LE FAMILY d Footage. ,42 4 Digital Orthophotography - 2007 0 112 ft of Size: 225 SQ FT ear Built 951 UNNINGS MIAMI HORES EXT NO 7 PB Home I Property Information I Prooerty Taxes L egal 2 -33 LOT 3 BLK 211 I My Neighborhood I Pro a Appraiser ption: OT SIZE 75.000 X 123 R 16614 - 158712941 Home 1 Using Our Site I Ah= I Phone Directory I Privacy I Disclaimer R 16614 - 15871294 W Assessment Information: ear 2009 2008 nd Value: $106,049 216,91 If you experience technical difficulties with the Property Information application, uildi Value: $117,488 $124,980 or wish to send us your comments, questions or suggestions arket Value: $223 517 1 87 please email us at Webmaster Value: $85 600 $85,51 Exemption Information: Web Site ear. 2009 2008 p 2002 Miami -Dade County. $25,000 1 $25,000 All rights reserved. YES I YES Taxable Value Information: Y ear 2009 2008 Applied Applied . � T axing Authority: Exemptfon/ Exemption/ Taxable Taxable Value: Value: R egional: $50,000/ $50,000/ 600 $35,515 unty. $50,000 / $50,0001 $35.600 $35,515 ity $50,000/ $, $35.600 $35 000! hool Board: $25,000/ $25,0001 $60,600 $60 515 Sale Information: Ift le Date: 11211994 http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/10/2010 Miami -Dade My Home Page 2 of 2 �e Amoum: ao u,uuu ale O/R: 6 les ualHication ales which are qualffl escrl on: VI Add ' 1 a Additional Information: lick to see mor informs i n for this tty Development District ity Redevelopment Area nnent Zone e Zone and Use velopment Boundary alorem Assessments http: / /izisims2. miamidade .gov /myhome /propmap.asp 3/10/2010 10050 NE 2nd Ave Miami Shores, FI 3313 Phone 305 - 795.2204; Fax 305. 762.5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. State License B. Occupational License C. Liability Insurance Certificate D. Workers Compensation Insurance or Exemption * * * * * * * ** * ALL INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING * * * * * * * * * ** Miami Shores Village 10050 NE 2 AVE Miami Shores, A 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: iv-�? �,yrst G �/L X0/2. CyiyC Business Address: _2 9P'2_ . 3 Business Telephone: (9Sj '7'70 0'7 Fax Number: (955+1 S�'y0 2 /'Z Qualifier Name: a YA Colt„ b t 9 wa STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE.STREET TALLAHASSEE VL 32399 -0783 CORBETT, JOHN BRENDON ATLANTIC ARMOR*INC 2823 E ABIACA CIRCLE FORT LAUDERDALE FL 33328 -7121 s TA rP OF FL QRi1�A : AC# X16 4 5 Con ratulationsl With this license' ou become one of the near) one million g Y Y DEi? BIISINESS Floridians licensed, by the Department of Business and Professional Regulation. p "UGU'4ATION :� Our professionals and businesses range from architects to yacht brokets,•from a r 1.: bolters to barbeque restaurants, and they keep Florida's economy strong. x4 Eve day e work to Improve the way e do business in order to serve you better. For information about our services, please log onto please IF3 ,� A TY `i'�ONTRACTOR There you can find more Information about our divisions and the regulations that �' MINH 7' � O ��ON a?��1 �t Impact you, subscribe to department newsletters and learn more'about the Department's initiatives. AL .CONTRACTo .. �V1'SF �4 Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. } Thank you for doing business in Florida and congratulations on our new license! xs. c�ttrzr'asn "te gr°"' 8 � °"� °P A�.468 sa Y 9 9 Y V DETACH HERE AC ,;, STATE OF FLQRII�' ,. �r � �� e $e z t ,^• {Pa"Y, ° �.1.V is ' a 3a°�,r' ' 1��r• � - P: ° DET�RTME C� FSINESS A�tD �0 N� CS' LION' INDUSTR ' ''.:. l'�4_ o 17 � L`�TCEN fit�l'BR ,v,� ; '° , 1 * •°° :�=>,tr�� 'tea ' .. 1 a, w• :L� R �''FIS, " 4p WI , , n1 Q, 1 it 01; S C 3 i 514.: ti , w ✓ ' 9!h pA (� t _ 4r. . t .+ - ..j firr �, 1� �. t 9" .� a eut�i dep; •'Y m '^ `^ w, ^�. w o� 3� .••••- O 'OR . •.t ,� �k r ,�� ! p. � � a • i +�:. 4 s � > {r �g �((, +.p Y `�'L +t yy+'S '� y de��, �°�p ns" °' R.C.h4 4 89 F ` `� � ' 0 l' ... '�..:. �: 1 3. ra i~�'on + .. alt~e it + a ` AUC4' .31, 2 010 :' ; tax+ a I t; Y4dar•N'>r•`�,"'r'eyt 5 •s: �� M•�'I ;fi`d" °�, ••;.•'J:°`• „ `'eeB•. u.. . .z !• A .�. I.st aa• ^+ tt rs ',.�- "".tea:,: <.=:.• ,�. , .y , ;s:• '4 •„w +.t i ,fall - 4 1 e ! "r s rt.s. o „a'�'• r • 5 .�`. ,�.., t.; `+ ""S �p `t` Ito ji a + 'it sf,k ' �Ic V '** '' s, 0 ? � ."�'t " ... t' * y c . a iw r 'Su. dy -r�• s ' "r .0 7r 1 a, ¢ •� � � Hwy/ H� `C ' � e f .'� V +e� ay•.. ° "y` ..' ' ^ 'r E' a py s;. eo 7 * 1 _ . i s� a`{ , • i��1,' '`^ 5tr4 l * W . +p �1 ' ``:'' �! 1. I.:IIY .J+" LE F,� •1:1P •L'$, . +a . _ tp t� .:, R•.. R.. "•' d a. 4"�vY �19:.•. �;- 4 .�Y. «Tp''cs ._ : c. * 6 !F. .... -16 +�.F_�1r. Z• -�" 'r�1: 6�A }•� ..,,e., � � ♦.ts. .,�3,, _ )b�,( ,,I i ts ( �,, y +• ° et ��• Y"` d +y 4' b a 1. u. S ,�. } ,ty yp� p' }}}...��,,, E °�,��q +�,) 4 4° 14 1 ^A� •. W +�',r�,+ 2 �+R4t� �i�.� Y+ t�«s+''t/ •R ip _f F P •^ { jt •ti.°"5§ k� ` p 1 `2S'5.., : •y'+'- • p ..1' w O K% ii 1 1 F'+. • 3 1 *a"+{ i M� °° t f �c` '{ - �spj� '1` 7. y u�d• b yl :c� .� ..¢.':; ; :.`�,�'' "'''"tp� DIRE Y• LA Vot U U9 mzup John c:. yoa•rrwrZu p,•r BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT i 115 S. Andrews Ave., Rm. A-1 DD, Ft. Lauderdale, FL 33301 -1885 — 854- 831 -4000 ' VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Receipt M. 189 - 6037 Business Namme: ATLArrTZC x>EZntoR INC Business Types: ALL OT'H'ER TYPES CONTRA Owner Name:' JOHN BRMON CORBETT (Certified Specialty BUS111888 Location: 2823 P ABIACA CIRCLE Business Opened: F1 rT966h j DAVIE SUtelCounty /CertlReg: 8CC1313.50514 Business Phone: 954- 770 -0726 Exemption Code:NJ9XE m Rooms Seats Employees Machines Profeselonais 1 F"Voiang mai ness Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Copeotion Cost Total Paid 27.00 3.001 0.001 0.00 0 001 0.00 30.00 l THIS RECEIPT MUST BE POSTED CONSPICUOUSLY-IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing busing vuithin Broward Counter and Is WHEN VALIDATED non- regulatory In nature. You must meet all County and/or Municipality planning and zoning requirements. This Business Tex Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not indicate ftwt the business Is legal or that Mailing Addrews: it Is in compliance with State or local laws and regulations. ATLANTIC ARMOR INC Reuaipt #528 -09- 40000283 j 2823 E ABIACR CIRCLE Paid:.0 /07/2009 3.00 DAME, FL 33328 ig-07 -2009 03:35 1 EE PICKER ANC? A550CIATS 9544164260 PACE1 1� --'�® CERTIFICATE OF LIABILITY INSURANCE OPiD EA DATE(MMMONYYY) ATLAN09 03/08/10 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE FILER INSURANCE, INC. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 9440 S.W. 77 Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Miami, FL 33156 Phone: 305 - 270 -2100 Fax: 305 - 270 -2195 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURERA: Fla United Hne. Aeon (SUM) INSURER B: Atlantic Armor, Inc INSURER C: 282 E FL 33 &8 Ci rcie INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INUK FUJIY POLICY EFFECTIVE POLICY LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE (MWOO DATE MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES Ee occurence) $ CLAIMS MADE F] OCCUR MED EXP (Any one Person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ POLICY JER LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea acddent) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per pereon) HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per acddent) $ PROPERTY DAMAGE $ (Per acddent) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANYAUTO EAACC $ OTHER THAN _ AUTO ONLY: AGG $ EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR EI CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN TORY LIMITS I I ER A ANY PROPRIETOWPARTNERIEXECUT 106 -44740 03/01/10 04/01/11 E.L.EACHACCIDENT $500,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) It yes E.L. DISEASE - EA EMPLOYEE $ SPECIAL under IAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 500 , 000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMI 0 9 DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAR n3 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 80 SHALL Miami Shores Village IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Building Department REPRESENTATIVES. 10050 N.E. 2nd Avenue Miami Shores FL 33138 1 1 0, 0�& ELENA ANDRES 6008635 ACORD 25 (2009101) - .--- __,,, The ACORD name and logo are registered marks of ACORD CERTIFICATE..: OF LIABILITY INSURANCE THIS CERTIFICATE IS I . UED ` .A - MAY ION ONLY AND CONFERS NO 90"TS U Ace uAderwriting Group and Blvd. "III I � . INSURERS AF FOROING S - ulantic Artmor xt%G INSURER a: n CAMOI S taraM ft Co. D avie, 33320 SRI R a. �IaR C OVERAGAS THE .. S SaLOW 14A BEEN "USC TO THE INSURED BB IE E FOR T POLICY PF IN ; N TW jam' 1 TEAM OR.00NOTTION OF ACT TaR LTHER DOCUMENT WITH PCT TU 1�€H I TS BE' AWA "THE . U REVD BY THE R CiBS 0 HEREIN IS SUBJE T TO ALL THE , EXCLUSIONS CONWOa OF $WH POLICIES. # E _ . �i °N Y HAVE B REDUCED BY C�EAi Aa. Ec 00 �... _ Ram I bgft§A .. . Y . a UARWY AWAM .... HOMO AUM LY 1 ra WARM - mudcs:riYm a . ANVAUTO , TWY .. OGOW s A cT, LSt V M EMH AW VINOWTM I t LOC . . r.$ t t.0 aM BY t)OP;SEW- r r CIAL dV A S lci3 OF r Dam .VAL 'to .. 1 „ 100$0 And Av twTcs bay #1 3333 Tot' TSe k`o T OM ar;eP rode,' NO T Cm ANY XM URM arse 0WRM I" A%WM 09 # 954 -170 -072 ATP ACORD25(ZOMi) 01904MACORD All The D aims and Jo - area mg1stered I of AC O RD Tom Stocks 26 NW 108th Street 24' 21 Miami Shores, FL 33161 % Single Family CBS 13` MRH Patio 11 Garage 3k 1 Opening # Width Height Product 1 46 36 Panels 2 36 80 Impact 2 Boor 45' Front Door Atlantic Armor, Inc 2823 F- Abaaca Circle Davie, FL (954) 6 48' March SC14 2ow • • ... FLORIDA BUILDING CODE 2007 - ASCEISEI 7-05 -WIND LOAD TABLES -140, 146, 150 mph -Exposure C = Padrt>a16( iic16s #d ... Building with mean roof height less than or equal than 60 Feet •.. ••° • WIND PRESSURES IN PSF WIND PRESSURES IN PSF •' WrNli PRI�iSUPE 144 140 MPH VELOCITY 146 MPH VELOCITY 150 MPH VELOCff? Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof -4loja*lds11 qn; 'Rcflbf Slope greater 9 e9 e9 9 e9 e9 9 • 9 • •' ' Man 10 degrees Hei ght 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 20 de r Positive Negative Positive Negative Positive Negative Positive Negative Positivel Negative Positivel Negative W z4 & z5 z4 z5 z4 & z5 z4 z5 z4 & z5 z4 z5 z4 & z4 z5 z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 52.5 -55.8 -65.5 56.1 -59.7 -70.6 0 -15 57.1 -60.6 -71.3 61.0 -65.0 -76.8 0-15 60.3 -64.0 -75.2 64.4 -68.6 -81.0 16 -20 55.8 -59.2 -69.6 59.6 -63.5 -75.0 16 -20 60.7 -64.4 ' -75.7 64. - -81.6 16 -20 64.0 -68.0 -79.9 68.4 -72.9 -86.1 21 -30 60.7 -64.5 -75.8 64.9 -69.1 -81.7 21 -30 66.1 -70.2 -82.5 70.6 -75.2 -88.8 21 -30 69.7 -74.1 -87.0 74.5 -79.4 -93.8 31-40 64.5 -68.5 -80.6 69.0 -73.4 -86.8 31-40 70.2 -74.5 -87.6 75.0 -79.9 -94.4 31-40 74.1 -78.7 -92.5 79.2 -84.3 T -99.6 41 -50 67.6 41.8 -84.4 72.3 1 -77.0 -91.0 41 -50 73.6 -78.1 -91.8 78.6 -83.7 -98.9 41 -50 77.6 -82.5 -96.9 83.0 -88.4 -104.4 51 -60 70.3 1 -74.7 -87.7 75.1 1 -80.0 -94.5 51 -60 76.4 1 -81.2 -95.4 1 81.7 -87.0 1 -102.8 51 -60 80.7 -85.7 -100.7 86.3 -91.8 -108.5 LOCATION BROWARD COUNTY, PALM BEACH AND MIAMI -DADE COUNTY MONROE COUNTY EXAWLE OTHER COUNTIES GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND C" DDING ° Roof Stope E N G C 0 0 In C, • (HURRICANE SHUTTERS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST T PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION Engineering Services - CA 8116 BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS IZ ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC 51 Z4 1 6971 W. SUNRISE BLVD. 104 WINDLOAD CHART BASED ON ASCE 7.02 PUBLICATIONS. 1 za i PLANTATION - FLORIDA 33313 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC 1 1 51 (h) Tel. (954) 585-0304 Fax (954) 585 -0305 F I MEAN R13I3F � E -mail: Engco@AOL.com EVALUATION IS REQUIRED BY THE CITY OFFICIALS. o`� HEIGHT 4- IMPORTANCE FACTOR 1 -1.0 - (Category II Buildings T L -Tables 1.1 AND 6.5.5) sag k , a �- 5- EXPOSURE C (Section 6.5:61- Open Terrain with scattered obstructions with heights less than 301 6- BUILDING CONSIDERED PARTIALLY ENCLOSED - Not all glazing in the lower 60 It are impact resistant or protected with an Impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.55 - Table 6.7) 7- BASIC WIND SPEED -V=140,146,150 MPH 8- TOPOGRAPHIC FACTOR Kzt=1- (Section 6.5.7 - FLAT TERRAIN) a <- BW X 0 or a <= h x 0.4 t4N 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 -Wind Directionality Factor) J' 10- TRIBUTARY AREA: 10 SQF BW less or equal than BL 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less a must not be less than than the larger of 4% of the least horizontal dimension or 3 ft. a = 3 feet or a= 0.04 x BW PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL E/28/2009 MIAM MIAMI -DARE COUNTY, FLORIDA f METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The. documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade, including the High Verity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impacr, sheets .lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE .IMPACT RATING: Large and Small Missile Impact Resistant Limitation: I. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or O (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07. 0629.10 ° Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 a1ti1t1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT MD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09125/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02115/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. hhaq L Chan* P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) NG OPTIONS: A.. (8° LAMI NOM. (.402°1 CONSISTING OF (1) LITE OF 11W ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX4(EEPSAFE MAXIMUM L IS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. . 318" LAMI NOM. (.402°) CONSISTING OF (1) LITE OF 118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SARM KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. C. 7118° LAMI NOM. (.486") CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLOWEEPSAFE MAXIMUM PLUS (1) LITE OF 3M8" HEAT STRENGTHENED GLASS. D. 7118" LAMI NOM. (.465°) CONSISTING OF (1) LITE OF 3118° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIICEEEPSAFE MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES SEE TABLES 1 AND 2 ON SHEET 2. NOA DRAWING MAP T NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. TOPIC SHEET 3. CONFIGURATIONS X. O & XO. OX, XXO, OXX OXO, AND OXXO. GENERAL NOTES............ 1 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL CONFIGURATIONS........... I SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE GLAZING DETAILS........... 1 REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED DESIGN PRESSURES...... 2 ELEVATIONS .................. 3 8. SEALANT INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERT. SECTIONS ............. 4 7. REFERENCES' HORIZ. SECTIONS........... 6 TEST REPORT FTL -5212, ELCO TEXTRON NOA: 0"721.01,034)225.06, ANSI /AF&PA NOS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. PAR'I'S UST ...................... 6 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH EXTRUSIONS 8 7 VELOCITY HURRICANE ZONE (HVH4 ANCHORAGE ................... 8-10 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5� IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1„ SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. 93 93 30 9 4_::::::l EXTERIOR EXTERIOR 73 112° GLASS BITE 72 112° GLASS SITE AppravW as compkftw a f I A �7 Miami Dente product Cuutrel EXT. -118° ANNEALED EXT. - 31'16" ANNEALED OR � I . ctir•� HEAT STRENGTHENED GLASS HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER DUPONT BU'fACITE OR DUPONT BUTACITE OR — A SAFLEXIKEEPSAFE MAXIMUM SAFLE)UKEEPSAFE MAXIMUM x INT. -3116" HEAT STRENGTHEND GLASS INT. -311$" HEAT STRENGTHEND GLASS �/p�� w ` .485 f t 318 LAMI NOM. 7/16" LAMI NOM. r 1 GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 � tr B WI NOTES AND GLAZING DETAILS 6/1 P► -'- I � F.tt BAT p, �YGXT .OFtBAt�04B2Vd.Tle 'N�@iA88t8iE MK , R 9127B � ,mo XWVM me ea AW GL4WaBM Mra Fr ALUM. DRENCH DOOR & S1DE LITES, IA�IPAGT Lamp t FA 8Hw A N f &�I0V69CN AAt�SM& F.AtIQX7t[Z9 8WM66tt 8�kr an.n aASrt m Aaa 3- -w NO affabday FJG iD7 rxsat4 VI vyB ar f"l 1x 1 -10 i1(A0�1 B t3tr�daat TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS. X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LIFE PREVAILS) 1 TYPES: REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS LAMI (118 "A, .090 PVB, 3/1(" HS) DOORS WITH GLASS TYPES A, B, C OR D B. 318" LAMI (118° HS, .090 PVB, 3118" HS) C. 7118" LAM[ (3116" A,.090 PVB, 311(" HS) HEIGHT D. 7116" LAMI (3/16" HS, .090 PVB, 311(" HS) X VIDTH XX WIDTH 6 _ 79 �_" ' 7 - 83 314" 87 314" 91 314" $� - 95 3/4" 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE i OR 2. 71314 +75.0 -75.0 75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 ' MAX. OXtXO WIDTH = 731/2" O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. OXO WITH 112" MAX. XXOIOXX WI =107 314° 27 314" +75.0 -75.01+75.0 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -75.0 MAX OXXO WIDTH =143 314 361/8" +75.0 - 75.0 1 +75.0 - 75.0 +71.4 - +67.6 -67.6 +642 -642 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64116" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE 36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -W -6 +63.1 -63.1 FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C OR D REQUIRED BY CODE. W 3/4" 1 +76.0 1 -75.01+75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY �5• EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: APPROVED CONFIGURATIONS. O) g XO, OXO, XXO, OXK& OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES GLASS TYPES A, % C OR D DESIGN PRESSURE = +67.6 t -67.6 PSF HEIGHT EX. B FROM TABLE 1. _ X WIDTH XX WIDT 6 - 79 314" 7 - 83 314" 87 314" 91 3/4" 8 - 95 314" 68" WIDE xx 85" G LASS DO UBLE DOOR WITH 361i2" SIDE LITES 2° 25112" 4 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE _ +70.4 t - 70.4 PSF 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 46.5 +44.3 -44.3 EX C FROM TABLE 2. OXO WITH GLASS TYPE C 291/2" 553/4 +51.7 -51.7 +48.8 -48.8 +46.1 46.1 +43.8 - 43.8 +41.6 -41.6 30 WIDE x 87 3/4 HIGH SINGLE DOOR WITH 26" SIDE LITES 2 31 112" 5 59 314" +49.0 -49.0 +46.2 46.2 +43.6 -43.6 +41.4 -41A +39.3 -39.3 DESIGN PRESSURE _ +43.61 PSF 2 331!2" 54 63 3/4" +43-11-43.1 +43.1 g-34.O 1.5 -41.5 +39.3 -39.3 +37.3 -37.3 IX' OXXO WITH GLASS TYPE C 351/2" 67 X14" +38.1 -38.1 +38,1 8.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314' WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE= +43.11 - 43.1 PSF Approved as 3 37112" 6° 71 3/4" +34.0 - 34.0 +34.0 4.0 - 34.0 +34.0 - 34.0 +34.0 - 34.0 in Co¢aloo f. SINGLE 0 WIDTH GLASS TYPES A, B, C OR D FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH >N cam REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE V.& PfOdpd SIDE LITE 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 75.0 CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT 0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 DETAIL. ' 19" +72.4 -724 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 21 We +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 -55.0 -52.4 27 3/4" +52.91-52.91+49.9 -49.91+47.2 -47.21+44.7 -44.71+42.6 -42.6 i 36118" +35.2 -35.2 +352 -35.2 +352 -35.21+35.2 -M.2 +34.4 -34.4 1 1 36 314" +34.0 -34.01+34.0 -34.01+34.0 -34.01+34.0 -34.01+34.0 -34.0 Road* VACK aws". 1 TU82D U AIDCLARFWKaY•Noww 7o707Ed 1o8YDi DESIGN PRESSURES V Pic B 8 OM687"E '86MNf$Ri�SpY/gNglE98AWM"W6&d A RS4TJ8 AEVffiP�A mts m a ADDAv=m7l=wlo ALU M. FRE DWR & SIDE LITES, IMPACT Robert Pik, P 8, FX &$w A li�Ji 9"&WDWW AAVAMW..Atl.d+i8FMTAKff2 A�B'K' _ R1C Jrt a f�Y►t V l X 2 d 10 11006.1 B Psi 73112° 109��3 363!4 ° 34" 143 3f4* MAX SEE 36 MAX �'~ .I f— MAX MAX —"'.` ..� --►}� — MAX I I r 48 41 MAX [ Ef E� JE E/ E� JE E� JE E� E X U ' [11 zjuz E===l X D O X ACT. i X tNACT. O SEE NOTE 4 OX OR XO SEE NOTE 4 OXO NOTE 4 SEE NOTE 4 OXXO 41 — SEE NOTE 4 713!4" MAX 36 314' MAX. 371/2° 24 9115" MAX. 33 5)8' MAX. A MA A ~"-t DLO (TYP) DLO (TYP.) G I 95 314" + MA 49 X. 49 , / + �41 G I HT , x 95 314" MAX. 84 318" ' i ��' (7l'P•) MAX DLO TYP. l " l ' 84 3 V OLD (TYP.) DOOR Ansai urci x _ xA ' / -v t ' as'itq [0r / I / DLO HEIGHT = HEIGHT - 11318" ® �t:: VY l:i lat9, 72 }Z I L = 215116" DLO WIDTH T DOOR WIDTH - 1 l DLO WIDTH %X = DOOR WIDT -11 1 C r C F F H12 5J 6 X XACT. j XINACT: O SIDE LITE x„ ° DLO HEIGHT = HEIGHT - 11318" A A X A ---J )0( 41 g DLO WIDTH =WIDTH-3118" NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. f! 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. j ? 3. SIDE LITES OVERLAP X• AND we DOORS BY 314" WHEN ASSEMBLED TO MAKE %a,'O)C,'OW - XXO','OXX' AND000 CONFIGURATIONS. �/ A 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). � 5. CLEAR OPENING FOR'X AND XV DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.646) W DOOR - DOOR WIDTHM - 1.079) 1 { . A • FA OWAWF 34M ma AT/�MS NOW 16 "' — AMMOMMUMMR SM r+A Now x�cfa A*VU Pa�Sncs�a FiREA CH DCM & SIDL�/TES, IMPACT Ise P � a�.r� w« wrr FL XV1 gem, PE N2 A!c ?rtTfiT d«b Lir2w Iv r ot NTS 3 a 1 0 lI+�OS -9 B �, I 40 EXTERIOR INTERIOR 1 10 1 2 6Q CLEAR COLORED SEALANT EXTERIOR INTERIOR 62 ® 63 MAX. MAX MAX MAX. A SIDE 62 DLO DOOR DLO LITE 9F HEIGHT HEIGHT A pproved as complying *I* the SL VIEW G- G h+gCaap d7 3Q 61 CORNER ASSEMBLY Walmal raanetco4t B y ( 12 11 r 1, 13 DOOR SECT. /-A SL SECT. B-B ram VERTICAL VERTICAL fbffldft now % 1 vmw EXAMPLE ELEVATIONS FX amw a WCHWww ssr�: i a3m asw R., F.K ","w A $ =4WmLLoWAm38MWAr AssEuxy v �� re's +mss ALUM. FRENCH DOOR 8e SIDE LITES, IMPACT vi F.KT Jd 82l�DT gQ21° 4 a 10 t�+�a 111 B giru�i Jim .-N 0- MW, . ...... • r s - �� i f�1�_ -- h am■ :�� .. i f � 1 •- r�r•- r s- r fM ir!� fie r z- _ ra�t � ITEM DWG # PGT# DESCRIPTION DING # PGT# DESCRIPTION 1 9438 60411 FRAME HEAD 60 920D 6920D SIDELI7E HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 9168 60381 SIDELITE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781PQA #8 X 1.000 QUAD PN. SMS 5 938 7938X 2 PT LOCK STRAKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #7090 6 ON 7956A FRAME HEAD STRI KEPLATE BACKING PLATE 65 999 7989 SILL GASKETS (STOCKING #70999) 7 7832XWPXP #8-32 X.500 PH. FL. MS - S.S. W /SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712WW SETTIING BLOCK, 3432" X 1/4" X 1" W /PSA 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1116" X 112" X 1" W/PSA 11 11000 611000M OUTSWNG THRESHOLD 72 4222A 64222 BEAD, 7116° 12 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011 ) 73 988 16988 BEAD, 318" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 164986 BEAD, INTERIOR 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 93 1224 ISIP247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 (INHOUSE UdJECTION MOLDED) 95 GLASS, 31W LAMI -118" A, .90 PVB, 3/16" HS 20 916D 60380 FRAME JAMB (OUTSWNG) 96 GLASS, 318" LAMI -118" HS, .90 PVB, 3116° HS 21 1010 6Q300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS, 7116" LAMI - 3/16" A, .90 PVB, 3116" HS 22 8608 68608M REINFORCEMENT, 1.000 X2.750 X 0.650, 6061 T5 98 GLASS, 7/16" LAM] - 3116" HS, .90 PVB, 3116" HS 23 1140 78X112PSATS 48 X 1.500 PH SO A T1S 102 11006A 141106A JACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF -THE SHELF DEAD BOLT LOCK 25 1930 41721N STROKE PLATE INSERT 26 1118 71OX34PFA #10 X,750 PH. FL SMS 27 70770 6707OK BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 IX5R PANEL, TOP & BOTTOM RAIL 31 911E 6911 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1 1178 1 71058FP W,B #10 X.825 PH. FL SMS • 604- ' - 1 34 913A 60378M TRUSS CLAMP rl .360 35 1130 6TRODA 5116 -18 THREADED ROD 36 990 7990NUTA 5116 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL OUTSWING THRESHOLD 38 7834FPT #8 X.76 PH. FL TEK CHANNEL COVER 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL PANEL STILES) 6063 -T8 40 11023 67924G WSTP., .187 X.250 HIGH, FNSEAL 41 I= 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 7OX12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) n nn+� uu aaa e6e 44 983E 6983 DOOR PANEL ASTRAGAL 1 (OUTSWNG) c 45 9848 6984 DOOR PANEL ASTRAGAL 2 (OUTS WING) 2.750 -----1 Pmf d comw 48 1213 60200K WSTP.,Q -LON .190 X2DO HIGH ay 47 929 74UBLOK LOCK SUPPORTASSY. (41707 & 41706) 1 48 1139 7634F #6 X.750 PH. FL SMS f� J I 49 982 FD2PTAY 2 PT. LOCK ABBY. 50 611180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 125 52 931 7FRSPX DEADBOLT STRI KE PLATE TUBE MULL ! 53 1118 710X34PFA 1010 X. PH FL SMS \,:J 6W3-T5 �✓ 54 957 70957X 1HANDLE STRIKE PLATE !� y 6511118 710)04PFA 1#10 X.750 PH FL SMS AV lI� PARTS LIST Z1� FJG B NDCt i '7WSNWr: � MN FA ffi1IR17 A AgOnMIOSDSW XrAN�'6�gCTMPN CALrTonM4l. pa eox rasp A LUM. FRENCH DOOR & SIDE LITES, IMPACT P � lv r- N FL3W4 I�k*b &vw l a�rpfro a�a FErpB712 FJtC 2/=W JU BWw Fatnr 112k 1r1 1t0A6•f B suucwr� 1.750 1.750 1.7601 1.750 .060 ''� . WEATHER 4.82$ 4.726 4.M 01 4.728 .050 7 STRIP CHANNEL 4. 1 .082 4.100 .062 4.100 .082 4.676 3.000 6083 -T5 1 4.875 0.375 4.100 DOOR FRAME. 2.125 .125 20 6�083B -T6 DOOR PANEL. DOOR PANEL - �- - ^' T� RAIL $1 W6345 IL DOOR INTERIOR ASTRAGAL 4rj EXTERIOR ASTRAGAL � HINGE 6083 -T5 606346 2 6063•T6 ,( 1.578 33 665 3.111 � 1 215 `1.500� --- x_.656 -+i .6m .550 .750 683 .050 am .050 1.400 050 t T T_ {}50 FILLER HEAD ADAPTER \. / TRUSS CLAMP 7 318" GLAZING BEAD 7� 7116° GLAZING BEAD 3.000 10 6W3-T6 \.. / 6063 TS 8063 T5 @ 6063-T6 }+-- -- 3.100 -►-� 11 4 3.000 ---►{ 1I 1.479 SLJAMB @ W83-To 1.272 � 9 05l? 6.459 .076 5.212 Appmed as compivt119 wua the Flo" Ow ding Cale HE 6 085 !Date 1 ' ! F RAME 6 075 Miami PYwlact etrat 4.586 2.980 4079 .750 1.489 3.100 SL JAMB n OUTSWING THRESHOLD SL HEADER SL SILL 1 1 ADAPTER r 11 6063 -T6 6Q 6063.76 $1 6IX346 ` 6083.78 unwuv VAw RAooe t> j low ww t o toora EMUSM PROFILES 27 17 F.x omw 6 fY CHWEEIBNIEET. AKvwmF.sts 7 " FK a a .�o�ooar�ronar�ost gsse�r cram sr ssacr Pttsoxtsae A LUM. FRFNCHDOOR SIDE UTES IMPACT LCbrc.P.E. now* awe wk f ftsLBrl + a.awaowc tm.w= amteea. de PEiFM2 F .fc 2vt bd t?I7fmT t+DtIN Welt _ 7 a 10 1 1005-1 B s>r�a,� ZONE G"� I ZONE 'D "�ZO1E "D " t t �"D"�ZONEE *E" I EXI�►MPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION - t A. 19"x83 314" SIDE LITES "B" AND 4 ' et Q ' ' ;Ct► Ott Q ' OF ZONE ANCHORS FROM W W W W W W W W TABLE 7, SHEET 9. z x o o xx w o o fl a XO OR Ox z N N N N N N N PLUS; m m m m m m m m B. 713/4* x 83 314" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: SILL �_ SILL SILL -- 4 SILL ___� S1LL EACH JAMB AND 2+5+5 2ANGHORS ZONE "C" ZONE "G'" ZONE "D" ZONE "E" ZONE "D" ZONE "E" SEE TABLE 3., SHT. 9 SEE TABLE 4., SHT. 9 SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 TYPE 1 OR 2 ANCHORS AT HEAD �_ AND AT SILL. t ZONE-- -- ZaNE"r �ZONE'D"�ZONE a HEAD � HEAD H EA D '�20NE"F" I Z NE E" 'E" "E" w LLI w N OXO S ( 29O OR OXX N OXxo o a �� ,� �� i� Appiewwia�cun M �+ 4 ltao7 SILL SILL SILL ILL ILL {Mls�el Dn�te SILL 4 { SILL SILL { SILL —4— SILL f ZONE -- } -zONE� }— "--� -- " --- zONE -} SILL —t— -- t -zaNE� „ ZONE 'F" " ZONE "D ZONE F" "E" " ZONE "F" ZONE "F" „ SEE TABLE 7„ SHT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FORA 83 34 UNIT, NOTES: 71 34"W DOOR WITH 19'W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. , JAMBS (ALL) 13 V4" MAX. FROM CORNERS AND 23118" MAX. O.C. HEAD & SILL OF DOORS W MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 718" MAX. Q.C. /� HEAD $ SILL OF SIDE LITES 8" MAX. FROM CORNERS AND 24 314" MAX. O.C. J 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. J w awe lO V71E M0ffY~ A NCHORAGE, COMMURATIONS /eG? D F�c a W a =x ZDWFX VTOV. AWANOM r WS ALUM FR nro�maas T3 s4z� . ENCH OOR S E LM & , IMPACT P.K &XV A TOSMAAAOlit P.Q�gCI= Ra L,C�rk PE c�m,n a"Ir art A R MV4 , a�saftw mre mum m.avtw - — PE #712 Flt �T .t«b s of T3H04 NTS 8 d 10 110 1 I B strucavat TABLE 3. X DOOM TABLE 4. XX DOORS TABLE 5. Q SIDE LITE TABLE S. XO & OX TABLE 7. OX0. XXO. OXX APPROVED ANCHOR TYPES (ALSO X OR OF XO & OX> & OXXO 1.114" ELCO TAPCONS GLASS TYPES A, S, C, D GLASS TYPES A. S. C. D GLASS TYPE A, 1� C. D GLASS TYPES A, 8. C, D GLASS'iYPES A. 9, C, D & A SUBS TYPE 2,3, WOOD 1,2, OONC ANCHOR TYPE Z3, WOOD 12 Ct�IC ANCHOR TYPE 2 3 WOOD 1$ COQ ANCF�R TYPE Z 3. WOOD 1,2, � ASR TYPE 2,$ WOOD 1,2, CONC 2. 114" ELCO SS4 CRETE -FLEX 8 8UBSTRATE 8 BLESTRATE & 8LE8IRATE $ SU88TRA &SUBSTRATE MASONRY ANCHORS DOORWOTHS LOADZDES DOORWUM LOAD ZO � LOAD ZONES DOOR WIDTHS LOADZ S DOOR WIDTHS LOADZOPES ")C' - 25. "7p(" - 47. w w "O" - 10.7 'r - 26. "r - 26.60 3. #12 SCREWS (G5} TO 37. TO 71.7 TO 36. TO 37. TO 37. m ro 4. ENCIRCLE? ANCHOR QUANTITIES IN TABLES 4 :1 =f =I = -J "W - 47.75 m TO 71.7 gr AND 7 PERTAIN TO THE m m m m m i 9 9 m m EXAMPLE ANCHORAGE w $ SSVE � L u SOLUTION ON SHEET S. �{>< WIDTH x H1: x wm x HT. WIDTH x Ht x HT x H7 x x x x x �x ;� a x � �€ �� o o a a WlL7TH a o x x o o x x WIDTH o o x o o x 25.50 x 79.76 5 2 7 14 21 3 1 47.75 x 79.75 4 3 6 41 2 3 10.75 x 79.76 4 1 4 1 1Q75 x 79.7 4 2 ± 1 10.75 x 79.75 4 2 4 2 83.7 5 2 7 4 2 3 83.75 8 4 7 4 2 3 83.7 4 1 4 1 83.7 4 2 4 2 83.7 4 2 4 2 87.75 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.7 4 1 4 1 87.7 4 2 tC 4 2 87.7 4 2 4 2 91.75 5 2 7 4 2 3 91 -7 5 4 7 4 2 3 91. 4 1 4 1 91. 4 2 4 2 91.7 4 2# 4 2 95.75 6 2 7 4 2 3 95. 5 4 7 4 2 3 96.7 4 1 4 1 96. 4 2 4 2 96.7 4 2 OC 4 2 SK 27.50 x 79.7 5 2 7 4 2 3 51.75 x 79. 5 4 7 4 2 3 12.75 x 79. 4 2 4 2 12.75 x 79. 4 2 0 4 2 2 12.75 x 79.78 4 2 1 4 2 1 83 7 5 2 7 4 2 3 83.7 5 4 7 4 2 3 53.7 4 2 4 2 83.7 4 2 ,f 4 2 .f 83.7 4 2 15 4 2 n� $7. 5 2 7 4 2 3 $7. 6 4 7 4 2 3 $7.7 4 2 4 2 $7.78 4 2 4 2 $7.7 4 2 m 4 2 91. 8 2 7 4 2 6 81.75 6 4 7 4 2 3 91.7 4 2 4 2 91.75 4 2 4 2 F 91.7 4 2 4 2 95. 6 2 7 4 2 6 95.75 6 4 7 4 3 5 95. 4 2 4 2 95.7 4 2 4 2 95.7 4 2 4 2 29.60 x 79.78 8 21 8 4 2 3 55.76 x 79.7 6 4 7 4 2 3 19.0D x 79. 4 2 4 2 19.00 x 79.7 4 3 4 2 19.00 x 79.7 4 3 LL 2 LL 83.7 5 21 8 4 2 3 $3.75 5 4 7 4 2 3 83.7 4 2 4 2 83. 4 3 4 2 ey 83.7 V43 0 4 2 $7.7 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87. 4 2 4 2 87. 4 3 4 2 87.7 91.7 6 2 $ 4 2 5 91.756 4 7 4 3 5 91.7 4 2 4 2 91.7 4 3 4 2 91.7 4 2 95.7 6 2$ 4 2 5 95.75 6 4 8 4 3 5 95.7 4 2 4 2 95. 4 3 4 2 85.7 0 4 2 0 31.50 x 79.7 5 2 8 4 2 3 59.75 x 79. 5 8 8 4 2 3 21.76 x 79.7 4 2 4 2 21.75 x 79.7 4 3 4 2 G 21.75 x 79 4 3 4 2 83.7 6 2 8 4 2 5 83.75 5 5 8 4 2 3 83. 4 2 4 2 83.761413 4 2 83.7 4 3 0 4 2 87.7 6 2 6 4 2 6 87.76 6 5 8 4 3 5 87.7 4 2 4 2 87.7 4 3 m 4 2 w 87. 4 3 4 2 91.7 7 6 2 8 4 2 5 91.7 6 5 8 4 3 5 81.7 5 2 4 2 91.7 5 3 42 91. 6 3 0 4 2 4 7 2 10 4 2 6 95. 6 5 8 4 3 5 5 2 4 2 86.7 w w 5 3 4 2 95 b 3 ai 4 2 vi 33.50 x 79.7 3 8 4 3 3 63.76 x 79.7 5 5 8 4 2 3 27.75 z 79. b 2 4 2 27.76 x 79.7 S 3 2 4 2 27.75 x 79. 6 3 4 2 83.7 6 3 8 4"3 5 $3. 8 5 8 4 3 6 53.7 5 2 4 2 83.7 5 3 a 4 2 p 83. 5 3 w 4 2 F 87.7 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.7 b 2 4 2 87.7 5 3 4 4 2 Q $7. 6 31m 4 2 ' '" 1° " co de 7 6 3 5 6 91.7 6 3 3 3 " 8toridn 9aW Cate 91.7 7 3 10 4 3 5 91. 5 8 4 91.7 6 2 4 2 91.7 e3 4 " � t 4 3 oro 95.7 7 3 10 4 3 5 7 6 10 4 3 5 9b.7 8 2 4 2 96.7 6 3 in 4 3 p^p 95.7 $ 3 qg 4 3 11Jhmt Die p+alaMCeatrol 35.50 x 7 &7 $ 3 8 4 3 5 67.75 x 79. 6 5 8 4 3 5 36.13 x 79.7 6 3 4 3 36.13 x 79.7 6 4 t'. 4 3 t 3.13 x 79.7 6 4 4 3 8&75 8 4 3 5 83.7 6 5 8 4 3 5 83.7 5 3 4 3 83.7 6 4 4 3 2 83.7 $ 4 4 3 $7.7 6 3 8 4 3 6 $7.7 6 5 8 4 3 6 87.7 7 3 4 3 87.75 77 4 3 87.7 7 5 4 3 $1.76 3 10 4 3 S 91.7 7 6 10 4 3 5 91.7 7 3 4 3 91.767 6 4 3 91.7 7 5 4 3 9&75 3 10 4 3 5 95.7 7 6 10 4 3 5 95.7 7 3 4 3 95.75 7 5 4 3 96.7 7 5 0 4 3 0 37.60 x 79. 6 3 8 4 3 5 71.75 x 79.7 5 5 8 4 3 5 36.75 x 79.7 6 3 4 3 38.75 x 79.75 6 4 z 4 3 36.75 x 79.7 6 4 a 7 m t 83.7 8 3$ 4 3 5 83.7 6 5 9 4 3 b 83.7 B 3 4 3 8375 6 4 m 4 3 00 83J 6 4 "� 4 3 W r $7.7 7 3 10 4 3 6 87.7 6 5 8 4 3 5 87.7 7 3 4 3 87.7 T 5 4 3 87.75 7 5 4 3 r, r 81.7 7 3 10 4 3 5 91.7 7 6 10 4 3 6 91.7 7 3 4 3 91.7 7 5 w 4 3 w 91. 7 5 4 3 J r� 4 ` 95.75 7 3 10 4 3 5 95 7 6 10 4 3 5.7 7 3 4 3 96.7 7 5 9 4 3 96 7 5 4 3 n.-ww 1 ANCHOR QUANTITYLOAD ZONE TABLES 9 i FA 9789) 8 Nocmvt vw8Fmr. NraKD�'8,FL8®J78 T � .+LSOtis�re�rtel ea7o :at a, s� ra e, ao M. FRENCH DOOR $ SIDE LRES, IMPACT _ P.O JlitdB ALU lerk P E. am V�&A MW OF am Fx a zraemcavaa�scroaaxJra�a a� 9eiiNWCaB sore sa.c 1Q �l10Q�rJ B Fdt: 2=W 7 J� 6+21107 �s foiOJ NA 2X WOOD I afe 1314' 2XWOOD 3A KSI MIN. CONC. 1 3/4" 1314 MIN. E.D. BUCK NOTE 2 3.4KSI MIN. 0 M)N'C-.—, MINED. MIN E BUCK NOTE 2 1X WOOD BUCKNOTE 2 I TYPE 1. ei 3/8 IXWOOD__.% 1 3V TYPE 1 1 314° TYPE 2 SUCKNOTE2 1 314" TYPE 2 13C I 31W MIN. A 1/4' 3V SU ff 4_ 6 MIN. MAX. 114" MAX. SHIM 114° W MAX 1/4"MAX 1 SHIM EXT. SHIM SHIM WOOD AN CONC EXT CONQ ANC WOO EXT. EXT_ D ANCHOR I R r ANCHOR TYPE 2 OR 3, ANCHOR, NOTEI NOTE NOTE 1 TYPE 2 OR 3, 1 1/4' TYPE I OR 2 (CMU) NOTE I DOOR HEAD (WOOD) DOOR HM (CONC) I a , TYPE (CONC) - _ ! — SIDE LITE HEAD (WOOD) SIDE LITE H I &V 1314° 13/4' TYPE 2 (CONC) M (CONC) 114° MAX. SHIM MIN. 1 1/W TYPE I OR 2 (CMU) SHIM -T 1/4" MAX SHIM Ile MAX SHIM 1 3V TYPE 1 (CONC) Z .-i: ' $/a MIN. I 31 TYPE 2 (CONC) 3f4'MIN. E.D. ED. WOOD f r— CONC. SHIM IN ANCHOR AN ON CO AN .4 N. E CONIC 1 4� NOTE I D no O < 1.6 KSI MIN. CMU OR TYPE STAGGERED ANCH ON CE WOOD 3.4 KSI MIN. CONC. STAGGERED ANCHOR 314- MIN. ED. OR *4 3f4* MIN. ED., & 2 3. CENTERS, TYPE NOTE 1 2 OR 3, NOTE I 2X WOOD EXIT. ix woo BU CK LI.6 2X WOOD EXT. NOTE KSI MIN. CMU OR BUCK NOTE 2 — NOTE 3.4 KSI MIN. CONC. BUCK, NOTE 2 IX WOOD BUCK NOTE 2 EXT. F DOORJAMB(WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR. -WOOD ANCHOR TYPE 2 OR 3 NOTE I -CONC ANCHOR OR 3, NOTE I NOTE I NOTE I EXT. - 1X WOOD EXT BUCK NOTE 2 EXT. 1 IV MAX N017 3 EXT. 114" MAX. 114 1W MAX OR 3, SHIM SHIM SHIM 1 3W TYPE I 318 ° 1 3V MIN. a. I We TYPE 2 3V TYPE 1 &4 KSI MIN. .1 3f4-TYPE2 Appmvd W 31e CONC. t3.4 KSI MIN. CONC. f i lirkwiftkdalag t 2X WOOD BUCK NOTE 2 IN. E.D. 2X WOOD BUCK NOTE 2 1 314 a codc 7- DOOR SILL (WOOD) DOOR SILL (CONC) MIN. ED. SIDE LITE SILL ROOD) SIDE LITE SILL (CONC) Mimi lb" Pfudad coutnd NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI QADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 114" TAPCONS EMBEDDED I 31W MIN. (TYPE 1) OR Ile SS4 CRETE-FLEX EMBEDDED I 314' MIN. (TYPE 2j. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4'. FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 {TYPE 3) OR ELCO IW SS4 CRETE-FLEX ANCHORS EMBEDDED I 318r MIN. (TYPE 2). 2. WOOD SUCKS DEPICTED AS 1 x ARE LESS THAN 1 112* THICK. Ix WOW BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I Ilr THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE is , t J ,�� WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. p ftWAF WX A usm*mw ANCHORAGE DETAILS b PA s1w ff NOCKOINWIM09W. Ti" yl I Fie 80 or A VErAgAAWANOMrAWTOMMI. spsmTypEsa3omw= ALUM. FRENCH DOOR & SIDE LITM IMPACT JIL Clark, P.E. Imw V"& 10 am"m PEOW12 Aas saw A" 10 1100&1 8 RK amm " I I imm ry MhA AUAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUII I?ING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.buildinacod oonfte com Town & Country Industries, Inc. 400 West McNab Road' Ft. Lauderdale, Florida 33309 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. DORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material furls to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: 0.056" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. .05 -353, titled " 0,050" Aluminum Storm Panel ", sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated dune 29, 2005, last revision #0 dated June 29, 2005 signed and sealed b3rV.J. Kneuvich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. NIMILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent I" with the manufacturer's name or logo, city, state and the following statement. "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 042113 & consists of this page 1, evidence submitted pages E-1 and E-2 as well as approval document mentioned above. - The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 05- 0713.03 Expiration Date: 1111612010 o.L j6 /Z o c Approval Date: 02/.16/2006 Page I Town & Country Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBS 1. EVIDENCE SUBAH17M UNDER PREVIOUS APPROVAL #00- 0809.03 A. DRAWINGS: 1. Drawing Number 00 -159, titled " 0.050" Aluminum Storm Panel sheets 1 through 6 of 6, prepared by Knezevich & Associates, dated August 1, 2000, last revision #1 dated October 26, 2000, signed and sealed by V. J. Knezevich, P.E B. TESTS: L Test report on Large Missile .bnpact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No CTC 00-028 dated 0612812000, signed and sealed by Christopher G Tyson, P.F. C. CALCULATIONS: 1. Comparative Analysis and Anchor Analysis, dated 0711212000, pages I through 56, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. 2. Comparative Analysis, dated 1012612000, pages 1 through 3, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATION: L Mill Certified Inspection Report of coils, for Aluminum Alloy 3004 -H34 by Jupiter Alminum Corp. with physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No CTL- 592F dated 06)2612000, for Aluminum Alloy, signed and sealed by Ramsh Pate P.E. ' 2. EVIDENCE SUBNMMM UNDER PREVIOUS APPROVAL # 03- 0421.13 A. DRAWINGS 1. Drawing No. 03 -259, titled " 0.050" Aluminum Storm Panel ", sheets I through 6 of 6, prepared by Knezevich & Associates, Inc., dated April 04, 2003, last revision #1 dated September 23, 2003 signed and sealed by V J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. Helmy A. MakarP. E. Product Control Esambw NOA No 05. 0713.03 Ezplratlon Date: 111M010 Approval Date: 02116 a M E -1 Town & Country Indnstr im Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSOURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -353, tided" 0.050" Aluminum Storm Panel",, sheets 1 through 6 of 6, prepared by Thornton- Tomasetti Group, dated June 29, 2005, last revision #0 dated June 29, 2005 signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. None. C. CALCULATIONS 1. AnchorAnalysis, dated June 15, 2005, 39 pages, prepared by Thornton- Tomasetti Group, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSOUR.ANCE 1. By Miami Dade County Building Code Compliance Mace. E. MATERIAL CERTIFICATIONS 1. None. Relmy A. Makar, P. E. Product Control Esawhw NOA No 054713.03 Expiration Date: 11!16/2010 Approval Date: 02J16CM E -2 • .•. LABEL o • ' ' • • i • •• i i oOf B LOCATION • • • • • • {> "+• 2A2" 2.02" 2.42" 14 20 MALE • to �� ' 2'250" 060 3.00" MAX. 2.250" 1/4 -20 MACHINE CREW, aI12" 1.05" � A62" SCREW - �p1z" O.C.(STUD O.C. {STUD q10 u I I 1.05 "MIN. OIRECTI {CtNM( • DIRECTION MAY v " rn I ffy - 7 1 01 .1 o TYP. c x Z.Z50" N: �� gE RErIRSEr 1. •07" o .17" 07" o N N 094" T P. t` BE REV :E • : • • 0 0 094" T P. ,o sn 101" 094" TY • • • • o O) Q = 1" .125" • . ,1" SEE NOTE N SEE NOTE w x d 0 4 in 0 4 "us .120 _ .094" o Jr # • � No. 10 No. 10 o a: w N o+ m 062" o 2.00 o o• o' O 12.00" COVERAGE 6.000" COVERAGE 062 h 7 s t e °. a, 125" N rn.06 ' 2.00" MIN. 0 N. c 062' N a cl 5.00" MAX. e y 8.332" 375" 2.000" 375" Z.OZO" 250" N ' O � sn STORM PANEL a HALF STORM PANEL l2 " h' HEADER 3 'U' HEADER 3a BUILD- OUT'U' HEADER @ STUD ANG (�} STUD ANGLE � N L•: / SCALE: 3" a T -0" SCALE: 3" a 1' -0" `_ SCALE : 3" a 1' -0" SCALE s 3" a 1' -0" SCALE s 3" a 1' -0" �•: SCALE : 3" a 9 -0" �/ SCALE ; 3" = 1' -0" O L .+ 76" .376 "_ 1/4 -20 MACHINE 886" . 1.525" 3.385" MAX. 190• .190' oA 25" TYP. .886" iy .563 "0 IRECTIO MAY TUD � 375" R 24" 24" pg2" 177" 13 .452" 655" 13" 465" 1.655 440" BE REVERSED) 490" 090" TYP. 25 .xm- ° 150" 154" 465`: 55" t 215 "v�i .215 "4,t �` 0.090 "(TYP.) m ° N 313" 0.090" (TYP.) x 30" J $ n . 91" 090" 060" .090., �o rn W t 1.00" MIN. L 315" R YM 377" _ _______� o o (20 GA. GALV. STEEL GR 40 E9 .632" S•p' 0 MAX-* SYM. 700 I 2.00" '88" OR* 0.050" 6063 -T6 ALUM) t T�� LLEG VAMAC3 ALLOY) KEYHOLE Q � A lit 0 4b STUD ANGLE ANGLE @ C -TRACK (FINISH) 6a C TRACK BUILD -OUT F -TRACK ® 'F' TRACK g 'F' ANGLE - TRACK (g� WING NUT @ 0 WASHER SCALE s 3" = V-0-- SCALE s 3" a 1' -0" SCALE :HALF SIZE SCALE :HALF SIZE SCALE :HALF SIZE SCALE : HALF SIZE SCALE s HALF SIZE `=/ SCALE : HALF SIZE .SCALE s HALF SIZE � Q � :o FASTENER @ 12" O.C. FOR DESIGN LOADS ° GENERAL NOTES• : '4 LESS THAN OR EQUAL TO 110 P.S.F. & @ yl -2 E R } F 8" O.C. FOR DESIGN LOADS GREATER '� 1. T IT THE p PR,% 5 DSETMO[N�T7S�gR(�SSISNT OF A H ACCla4 �f bA� a4 FOR ANY ACCEPTABLE (SEE ANCHOR S gz N Y MIAMI -pA CO�N•�•+RODUCT C0 TR DIVISipFO THE G _ HURRICANE ZONE IHVHZl or THE FLORI A B�LDtN6 COOOPE 2004, �o O R � z xu_.sti 1/4" N 'MAX %4 2. gE INCREA IN A LLOVA A S, 5 S p HAS BE EN USED D SIG pF THIS SIDE g- Z Lu � ODl1CT WIN D LOAD D RR N OR Ed = 1.6 WAS USED FOR WOOD LAG SCREW 1 MOUNT Zw E ' .� eSIGREN. ' M�� p7 g �G(V EN E R C NG PLAN IL : osxs 3 WHNO V LO[ITY. �SIuV Ct8R X NCE WITH THE GoY NG SE E GoVEERN�NG VIEW �3 �n� CONCRETE, 1" x 21 CLOSUR x 0.125" MIN. TO E PIECE � COR A n NG " 4. ESE APPROVAL DOCUMENTS AR ER AND DO NOT NCLUDE INFORMATION HOLLOW BLOCK OR 2" x 5" x 0.125" MAX. XISTING CONCRETE, F 51pTE- HSPEECIFiC RRAPPLppICAppTppICCO��N OF S{iuTTER SYSTE�. I, Lmax., SEE STORM PANEL SPAN WOOD FRAMING. HOLLOW BLOCK OR . vJ• YnezeYlC11 ° S. CIF THE FLORIDA AOM�N(SR >TIYEECODESHALL COMPLY WITH CHAPTER 61G15 -23 SCHEDULE - TABLE 1 x TRAP MOUNT CLOSURE DETAIL WOOD FRAMING. SEE ED RtiP TYPICAL HORIZONTAL ELEVATION ANCHOR OF ST BASED HE E APP DpC 5 A E SUIT TO E PP Ep Y 7HE CONTRACTOR ON TYPE OF STRUCTURE 6. ' T �'Rp DED T C ACT R doss NNo DEYI TE R T�E CONDITIONS D AILEO SCALE: 1/4" = V - 0" SHUTTER OVERLAP SHALL BE TR IN Ey A �p ND E E o OR VERIFTOS T T 1��X�S NG STRUC�u GOES ES UN SIDE CL BETWEEN ' ETAILED HER IN� ER FORM OR MATE IAL FROM S RUCTURAL 5 8 RT WIDTH LIMITED THE SHUTTER AND WALL p y M �q7 p j 7. T�EENAPO (PERPENDICULAR TO PH�EDgYALIDOCUMEpNNTSITIOyN�S T THESE D WILL VOID PANEL SPAN) 8• BUILDING OFFTC�AL MAY T FOLLOWING QPTIA eCCUMENTS, THE TYPICAL SECTIONS, -- TOP MOUNT MAX. m ALUM. ANGLE 1 ASTENER @ 12" O.C. FOR AI L D B H A LS E S PE IFIC U ECU�R S RE IS ERED A CH T�G D EDT NO �`~'` 315 "t� 2 Y Ep iV R GG � Fi A UILD -OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR E pp U IFS �NNHEg Ey{ �!VIEVW RCUM �RO H$o s I r ki T�E / DISTANCE V x 2" x 0.125" MIN. TO EQUAL TO 190 P.S.F. & (G 8" O.C. INGI/HEERAP CO A G OFFICIAL J J \ , 2" x 5" x 0.125" MAX. FOR DESIGN LOADS GREATER BI RHg Eg T qT A NE- SIT SPECIE C R ppPROVAL B AqPPLtE� FOR AND w w r 1,Q0" ` THAN 110 P.S.F. (SEE ANCHOR E 0 F OM THE MIA i- DADE P 1]DUCT CONT�OL DIVISION z m \ I ; EXISTING CONCRETE, W SCHEO. FOR ANY ACCEPTABLE Wg J• E SATE CONDITION Dg T TS OACI�R }dI �IIN THR HIG(i YgLOC TY HuRR1CpNE 0 V EW I HOLLOW BLOCK OR M ANCHOR) C ZO AREAS ONLY OPTION x�� SHALL t ABC TED RY TnnE BUIL�ING OFFICIAL. I- \ 650 "Sd WOOD FRAMING. SEE I W a} �p2�1 M E ` I R H t� Ft�� y� I ANCHOR SCHED. BASED 9. DU[T F AR ING S qLL E WIT IN 2" O D E OF THE PAN ITH A ��(kY HOLESLOT` ON TYPE OF STRUC. 'a MuM O ON MA K NG PE PANE A D SA AL S ERMANENTL A ELED o w / m AS FOLLOWS: TOWN & CSC _UNTRY WD S ES,JN o BUILD-OUT MOUNT CLOSURE DETAIL •{{ MIAMI- �ECOU 1C w z n�A 10. FOLLO ING M SIMUMLLHCKNESS Hg4 O C Q ICA34 ALUMINUM ALNLOYNAL H 0 '' 315 "0 YMAX. y � _ �N 7 AND ME H N L PROPERTIESs 0 0. 50 PWDUCTRRVNW �sC 11. ALL EXTRUSIONS y SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N Q % I 1 0 MAX. 1 1Z. l� P ing whb am Fbdb d AI �IN E IMUM TENS E ASHF�25 �HA BE OR STAINLESS STEEL WITH -i y 5" J No 050 �,03 dd, 13'7 A gg, qq IL STR NG { (7E S�IZS �0. C, OR S p IOCRTAhEANDNU S M DER MOUNTINGONDITPIOTNILHWHERE APPLI[ABLENEX[EPT \ 6 � 0 % EXISTING CONCRETE, opa p 06/29/2045 c '`� 1iE HOLLOW BLOCK OR AS NOTED MCrs YHOLESLOT WOOD FRAMING. 12 BOTTOM MOUNT - WALL MOUNT CLOSURE DETAIL I Camel �® TYPICAL VERTICAL ELEVATION TYPICAL CLOSURE DETAILS (PLAN) doeft m SCALE: 1/4" = V - 0" SCALES 1 -1/2" = V -0" 05 -353 sheet 1 of 6 a Co NN:CAO " a ' `O EXISTING CONCRETE, EXISTING CONCRETE, PTIONAL LEG DIRECTION REFERENCE 4A C QR i • • i p ME U . SCHEDULE FOR MAX. • • • • • • • i� ++^ HOLLOW BLOCK OR HOLLOW BLOCK OR CONNECTION TYPE ••• a v WOOD FRAMIN CONNECTION TYPE WOOD FRAMING CONNECTION TYPE SPACING w • VI o N REFERENCE ANCHOR (TYP. TOP AND BOTTON) REFERENCE ANCHOR • 8 ;[jam SCHEDULE FOR MAX. SCHEDULE FOR MAX. • MB.K� SPACING ;p SPACING EXISTING CONCRETE, • ' • • P • • vt„�` Q. EQ. HOLLOW BLOCK OR 111 • i t3 e�g F 5 1/4" MAX. WOOD FRAMING • • • S° o N W. 1/4" MAX. MB .;$ (TYP. TOP AND BOTTOM) W s o h ' • • O 9 ° g a t9 hE W. L wax 4,11 " 1 w o ° 3 EXISTING CONCRETE, ' t '' ` a m O 9121 o EXISTING w w a 4 <m ° HOLLOW BLOCK OR a �., GLAZIN 4 m ?^ ;� w w WOOD FRAMIN EXISTING I - �3 1 e STORM PANE ir O� v" I SEE MIN. a to a w a z -+ C3 CONNECTION TYPE GLAZING— a: I F' EXISTING REFERENCE ANCHOR d r _ + 1 °' F MB.: _ SEE MIN. N j a 0 21z L GLAZIN r. SCHEDULE FOR MAX. SEPARATION o w+ t SPACING STORM PANEL w p ° FROM GLASS 1 �' -1 a' _'' SEPARATION w w MI— a VI O a w " N 1/4 MAX. FROM GLASS w = v TABLE 2 ❑ I- 't I u W I;I SEE MIN. In p lW7 F_ j- TABLE 2 to t I STORM PANEL w w ❑'.' a Z I, to SEPARATION = w W Ei 1^`' m z FROM GLASS TABLE 2 �?; h a _j �a 4 aMAYBE mz Ip qZ 9 r• VERSE E E EXISTING 1 E I U w y 3 10 s E s sF= b„ GLAZIN o w ❑ : h i 9 SEE MIN. F -+ 0, , o �. ❑ o i< STORM PANEL w ;4a = M ' }, SEPARATION Y u � A a 1/4" MAX. - FROM GLASS to B er`= V o CONNECTION TYPt2 REFERENCE ANCHOR MB.' TABLE 2 W 6" O.C. OR 12 1/4" MAX. a FASTENER " Q.C. BUT DO NOT )t v °; o SCHEDULE FOR MAX. Cl CONNECTIONTYPE Y^ N n Cal V N SPACING REFERENCE ANCHOR_ -� 5 B1 OPTIONAL TOP MOUNTING EXCEED A CHOR SCHEDULE SPACING. USE 2 •p � ° °� % XISTING CONCRETE, SCHEDULE FOR MAX. 1" 1.. REMOVABLE ANCHORS ONLY W/ KEYHOLE HOLLOW BLOCK OR SPACIN 1/4 -20 MACHINE BOLT WITH WASHER. LOCATE FASTENER IN NARROW �z m LOCK NUT CID 12 D.C. PORTION OF KEYHOLE WASHER Z o OPTIONAL (TYP. TOP & BOTTOM) Cl CONNECTION TYPE CONNECTION TYPE LEG DIRECTION REFERENCE ANCHOR .B SCHEDULE FOR MAX. SPACING � WALL MOUNT SECTION BUILD -CIUT MOUNT SECTION THREE 1/4 "pax MIN. 4" @ "P 'RACKMIRECT MOUNT SECTION \J SCALEt 3" = 1' - 0" ® SCALEt 3" = 1' - 0" L NG O. L WITH 1-3 4" t=/ SCALE: 3" a l'- 0" XIS T CRETE, EMBEDMENT INTO WOOD v W BLOCK OR MEMBER C WOOD ROOF TRUSS o :• OR FRAMING MEMBER �P� �� W0 FRAMING t EMBEDMENT ,' E E SHALL BE PERPENDICULAR FL N om u; TO THE PANEL FACE EDGE �' -EXISTING CONNECTION a � EXISTING STUCCO 'o' DIIST. / REFERENCE ANCHOR GLAZING c FINISH OR PLYWOOD m y : SCHEDULE FOR MAX. `-Z IA I II I I SOFFIT ' SPACING N ? .,M a. P" ;p.: x 1/4" c 'T :r ° ° <ers : s;�., + = �'a`. v MAX. nnnr MAX. SEE MIN. ° n a STORM PANEL 4 XX ❑ 2" x S" x 1/8" m EXISTING 9 x CONT. ALUM. u € GLAZING- 3 u SEPARATION E£ oa ANGLE OR 4" 3 T SCREW +/+ p g w w FROM GLASS u • j x 1/4" x CONT. ca) I 0: 0 Z m TABLE 2 ALUM. FLAT 4 BETWEEN ;o N 4 a < TRUSSES a r g X MR ~ DETAIL ©(*PASST rSEC.)ANCHORSCHEDULE Q MAX. EE MIN. STORM 1 SEE MIN. ❑ O w 1/4 POWERS PANEL SEP. FRO E 1 /4 "Sdx MIN. 2 -1/2" a J 1/4 "0 ITW TAPCON LONG WOOD LAG ,r. O Y STORM PANEL 1 N =) W/ 1 -3/4 MIN CALK -IN W/ 7/8" SCREW W/ MINIMUM r 1/4 "04 THRU BOLTS GLASS TABLE Z J J SEPARATION C3 (CONC.) OR 1 -1/4- EMBEDMENT & 1_3/4" EMBEDMENT °• s W FROM GLASS w w MIN. (BLOCK) 7/4 -20 STAINLESS SMEAR PARALLEL — I= W / LOCK NUT @ 12" D.C. _ W = EMBEDMENT STEEL MACHINE R PERPENDICULA ` FASTENER, SEE DETAIL TABLE 2 I/1 u SCREW EXISTING ` 4 N TO WOOD GRAIN Z? (E )A NCHOR SCHEDULE, a to CONC HOUJOW CONG MB. X O GLAZING n .c i m z I (8.3st1s1) CMA1 0M iw w - FOR MAX. SPACING E ~ :j a 12" 4" 7° " �� TWO 2" x �d "' PR4DUCTRE4'LSEIT' 2� W 12 �� 5" x 1/8" Cl CONNECTION TYPE ga f 1 w Ieeeampfftwi2 *gFI a f4 ALUM. ANGLE REFERENCE ANCHOR 9 ,+ Re)dlOsCodo a SCHEDULE FOR MAX. H Y w AneptaaeeNoOS -01.3 oy 1/4" MAX. a SPACING Tg E CONNECTION TYPE EXISTING CONCRETE, W ❑ �O ma 06/29/2005 REFERENCE ANCHOR ED a ° m HOLLOW BLOCK OR AS NOT r ®® �� SPACING FOR MAX. WOOD FRAMING. SEE DETAIL E 7 OlrldOA NW ' ttravabtg ::o. CEILINGnOOR MOUNT SECTION SCALES 3" a 1' - 0" "PASS THRU° SECTION � CEIUN MOUNT/ BUILD OUT SECTION 05 -363 a. E F SCALE: 3" = T- 0" SCALE: 3" = T- 0" sheet 2 of 6 WOOD ROOF NTO TRUSS "1 NWOOD E 1 / WOOD MEMBER 4 "Ox MIN. 5" LONG i • •� • i • •� Q' oar LAG SCREWS • • • • • • OR FRAMING MEMBER • • • • O mvf ie 1 - 1/2-1/2" (a 24" O.C. MAX. WITH TWO 1/4 "4+x MIPT 4" LONG•• • �"� m� Ir EXISTING STUCCO I EMBEDMENT STAINLESS STEEL N t INTO H �„, CONNECTION TYPE WOOD LAG SCREWS o FINISH OR PLYWOOD Q �v V W SOFFIT Z USE V4" WOOD LAG SCREW OR ' � 4" OTC. Mq WIT,(i� S TWO 114 "4x MIN. 4" LONG w h� - a o 1" 1/4" ELCO -MALE /FEMALE • 4•MIN. 6M �0 AT • •• a �m w I WOOD LAG SCREWS E •� w GLAZIN °° w 1 I I C � 1/2" EMBEDMENT m PANELMATE REFERENCE ANCHOR • NN O 1: s� • • ^+� o I 24" O.C. MAX. WITH SCHEDULE FOR MAX. • •SiUCI • ' d �- 1 2- ap EXISTING • • • " " • • • • • FI INTO WOOD MEMBER SPACING W000 FRAMIN 1 It 4"►x 1/48 "• • 1/4" x CONT. ALUM. "• • • O 24; 1" x 4" OR 1" x (3" I I MAX• CONT. 3" x OR 4" x WOOD TYP TUBE 14 x 3/4" E i 062" CONT. ALUM. u FRAMING REQUIRED TEK SCREW B" 0 TUBE (6063 -T6) 3 : Z N ' 1/2" PLYWOOD III 4 4 " MAX. g TEK SCREW "1A 1/4" N SEE MIN. STORM @ 12" O.C. m p rN EXISTING MAX. P:i O n O PANEL SEP. FROM BETWEEN ° a GLAZIN ' GLA55 TABLE 2 TRUSSES xX p r w Zq ex J. 9 w w J EE MIN. STORM C w Z _j w Q PANEL SEP. FROM Q m i C. F d GLASS TABLE 2 a a EMBEDMEN 2" x 5" x 1/6" CONT. a y .I ¢ t h w V% " y O i J m ALUM. STUDDED ANGLE o ° c c. F w --" } ts' • "/1 19 W/ 1/4 -20 STUDS 1 u> > w w E @ 12" O.C. 9 8 �' a W w EXISTING V � C 1 EMBEDMEN \ W N GLAZIN x Z IL SEE MIN. 1 m " 9 Z STORM PANEL g E 0. A E a SEPARATION g m M Q a• N FROM GLASS F �q TWO 1 /4 "Ox MIN. 4" LONG ti TABLE 2 �ytA v „ o STAINLESS STEEL 3 V ° WOOD LAG SCREWS ' w it ti @1 24" O.C. MAX. WITH iv 4 4 b 114 — 1/4" MAX. a -1/ 2 „ REFERENCE ANCHOR 1 -3/4" MIN. EMBEDMEN �> Z MAX. Z e M N. SCHEDULE FOR MAX. IN CENTER OF STUDS;. F 1 /4 "Wx MIN. 2 -1/2" LONG NNECTIONTYPE o SPACING STAINLESS STEEL \ 1" REFERENCE ANCHOR .�. WOOD LAG SCREW Cal 12" O.C. E SCHEDULE FOR MAX. 2"x 6" P.T. CONT. W/ 1 -3/4" EMBEDMENT "W SPACING XISTING CONCRETE, W000 BLOCKIN INTO WOOD BLOCKING HOLLOW BLOCK OR WOOD FRAMING Lil BUILD -DOWN / BUILD -OUT SECTION CEIUNGBUILD -OUT MOUNT SECTION BUILD- OUT/FLOOR MOUNT SECTION M / SCALE: 3" = 1' - 0" L J SCALE: 3" = T - 0" \: / SCALEe 3" = 1' - 0" ftdwomde 91 Fi Flucertm No • aaai USER 6e WITH i 1/4 -20 x 3/4" ; MACHINE WITH .675 " " 675" • GLASS OR .= x .125" SQUARE DOD m J SCREW HEAD 200 Z STOR PANEL 1 a H SEPARATION FROM GLASS " 1/2" O.D. x 1/4" I D. 3/16" ° e TABLE 2 G LOCK STRAP IN NYLON BUSHING 9 w PLACE USE A THUMB o Q OR 1/4 -20 S.S. NUT (TYP. ETAILL w w SCREW OR A TRUSS Zw-" N HEAD BOLT w u 1 p a Qy� xZ .9 6a \ 9 9 J m 6 6a 1/4 -20 x 3/4" P MACHINE SCREW i C7 CONNECIIONTYPE WITH .675" x.675" a MB. REFERENCE ANCHOR — ! x RE rRODP.tC2'RE wo SQUARE � � � SCHEDULE FOR MAX. SCREW HEAD rjodft EXISTING CONCRETE, SPACING sukulagcoft n HOLLOW BLOCK OR WOOD FRAMING \ /16" t.D. AND A1xeplaseaAi•O$�0 3.0� ° 06/29/2005 1/2" O.D. x 3/16" 8>e (O b � S MINIMUM NYLON LO F •Caatfralf ®® CATION AS NOTED MCR � 1116 'BUSHING OR 1/4 -2D OF STUO NW NOTE: USE OF DETAIL NUT (GALVANIZED) ' h • HEADER OR' U' HEADER TOP MOUNT MIN. w n C -TRACK ASSEMBLY - INSIDE MOUNT /;1 C -TRACK ASSEMBLY - (BLOW UP) (1 C -TRACK ASSEMBLY (ISOMETRIC VIEM 05-353 L:/ SCALES 3" a 1' - O" �J SCALE: HALF SIZE �✓ N.T.S. a sheet 1 of 6 % •s ••• • • �• .a EXISTING W000 EXISTING CONCRETE, • i • • • • •• i Os $i 4 FRAMING HOLLOW BLOCK OR + • •i• • • i • • M� " WOOD FRAMING • • • • • t O mn wt E GE 2 "x 2" • �"� t o x 0.055" 6063 -T6 NON- STRUCTURAL FINISH ( t P c I ;f EXISTING CONCRETE, 12� 2 "x 4 " MATERIAL BRICK OR WOOD ALUM . TUBE • • EQ CS CONNECTION TYPE HOLLOW BLOCK OR x 5" • • REFERENCE ANCHOR $ WOOD FRAMING b B. • • C® � + °• +` EMB CONNECTION TYPE • • N4�� p t�1'PE • • y �a, EMBEDMENT REFERENCE ANCHOR • • , O O J N F R MA 4 y .3 � SCHEDULE FOR MAX. s m ' ! SPACING C'` SCHE N LE FOR MAX. - - — - • „ S :t� r 3r -,r.•, ar 1/4" / j4" " • •fl b- r. } : <ha + c k ,r',; • :a1 MAX. o w 2 • • C y_,: EXISTING X1/2" 1/4" MAX. F- F' GLAZING i w o N C SEE 3 a.m w0 r 4 "MAX. ww Z _ _j 0 STORM PANEL 1 a m SEPARATION t t^ Q Q O Bi�3 FROM GLASS o w EXISTING w w n 1 TABLE 2 N GLAZIN Q m w a F EXISTING OF J o� w= SEE MIN. t GLAZING— 1 w p ix u STORM PANEL 4 a g X SEPARATION 1 Fo w= Z to 1 E FROM GLASS � y TABLE 2 w w >< N J EXISTING CONCRETE, uo MAX. HOLLOW BLOCK OR , w 5 _I a W t,, , ,.' -,:• ,� :� 20 S.S. BOLT WOOD FRAMING w '• �, Z 9 N E '�- • ➢1'rr?l•s,,l �1M , tV :4 f. Q Rd a i &NUT 11" O.C. N E 1t4 -20 STUD5 sn 2 "x5 "x1/8" wo 9 to n F 3: [t_ 44a 6 �o p li CONT�. GOO AL UM. CnONTYPE w 111) 12" O.C. t` c REFERENCE ANCHOR ° d - - 1/4" MAX. New _ SCHEDULE FOR MAX, w "' W r C4CpmpN TOE v SPACING 1/4" MAX. _ �a g Cl CONNECI'IONTIME III -I I I REFERENCE ANCHOR 0 . g V F b EM -1/ 2" DGE I— III — III SPACING E FOR MAX. ,' a REFERENCE ANCHO ' I x 2" I b SCHEDULE FOR MAX. III —III— R 2" a 2 "" x 0.055" 6063 -T6 ALUM. TUBE SPACING DIST, XISTING CONC aZ RETE, 2 "x 4" 4 c HOLLOW BLOCK OR 2 "x 5" — NON- STRUCTURAL WOOD FRAMING P WALL MOUNT SECTION INC GG FINISH MATERIAL i3 SCALE: 3" = V - 0" CO��ETE 3 WOOD CEILING/ INSIDE MOUNT SECTION WALL MOUNT/ BUILD OUT SECTION SCALE: 3" = V -0 "- SCALE: 3 "= 1'- 0" a a dV 5" LONG HANDLE Vj• K1IPZEBICII ° EXIS o1�IG RIVETED TO PANEL prd k— i r�1 W NO FL Ucmw �� 1 Cl CONNECHON TYPE T -2" REFERENCE ANCHOR 1» 3/8" 0 HOLE FOR » c 1/4 -20 S.S. BOLT 1 SCHEDULE FOR MAX. FASTENING PANEL a & BOLT & WINGNUT PUNCH 1/2" x 1" HOLES IN SPACIN 1 (off 24" O.C. (TYP. ADJACENT PANELS TO RECEIVE pa s; :}�, T N 0 20 GAGE STEEL THIS BOLT W1 PM NUT. PLACE iv in BENT PLATE _ __ ^ - ___ - 1 OR T x A x 1!8" 1 PANEL OVER EACH ADJACENT 'f a o \ - ;,. "� i- 8 E PANEL AND FASTEN WINGNUTS ANGL b ALUM. 1" OVERLAP FROM THE INSIDE `EfO 8 1 x MAX. QTYP, HOE W BLOCK C (MAX, PANEL HEIGHT m 7` - r & MAX. DESNGN LOAD ±72.00 P.S.F.) r BAY WINDOW »• 1/4 -24 x 1" MACHINE a SCREW STUD WITH T INTERIOR FASTENING ANGLE ASSEMBLY 2 WASHERED WINGNUT (la SCALE: 1 -1/2" = V -0" s a` 12" O.C. (CONNECTS 1/4 -20 S.S. BOLT TO ADJACENT PANED � ' & BOLT & WINGNU MODUCT REVISED @2 24" O.C. (TYP. 1 DETAgS Sn&n NOTE: < wc*mpW"wftdwFJudft IL 20 GAGE STEEL THESE DETAILS DEPICT THE ftmfng Cq� g, BENT PLATE 1" OVERLAP CONNECTION OF THE LAST PANEL pl��p5.- O�}I3'.OS am OR 2" x 2" x 1/8" o FOR AN OPENING WITH PANELS Oho 06/79(2005 c 6063 -T6 ALUM. WALL MOUNTED INSTALLED FROM INSIDE. USE xx� 5" x 2" x 1/B" x CONT. 2 -1/2" x 9 -1/4" OF THESE DETAILS SHALL BE IN rom c BENT PLATE 4" STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN "h" By ASNOIED CR MAX' SECTION T) (TYP. BOTH SIDES) HEADER "U" HEADER TOP Mda�iDado comw �® c DIvL�an � a TYPICAL CORNER CLOSURE DETAILS (PLAN) OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) 05 -353 SCALE: 1 -1/2" = V -0" L'J N.T.S. sheet 4 of 6 see 00 • ••• ANCHOR SCHEDULE ANCHOR SCHEDULE " • •:. ' ' o Mh FASTENER MAXIMUM SPAT UNCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FAMMER MAXIMUM SPACING (INCHIM REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS �o e _ V LOAD MIN. Y EDGE DISTANCE MIN. 3° EDGE DISTANCE LOAD MI01" 3/4 °E@GE DI ST CE V \ (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (W) SPANS UP TO SR�/M1S P 0 SPA Ug ® (I) o P.S.F. 6' -0" 8' -8" 12 _0•• W -0" 8' -8" 12•_0" P.S.F. 6' -0" s s -S� • i • • • 12 _0 • "' ANCHOR TYPE MAX. (SEE NOTE 1 EE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1 NOTE 1) ANCHOR TYPE MAX. SEE NOTE 1} ' ('SEBNOTS • • NOTE 1 LL _ (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE CONNECTION TYPE CONNECTION TYPE CON ION♦YPE 0 m;%m $ NOTE {SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 3) (SEE NOTE 3) (SEE NOTE 3) NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE A + • � c 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 2 C3'C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS 10 14 14 S 8 7 14 14 14 14 14 114 14 1 WW 1) C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS a 43.0 14 14 14 14 14 14114114 12 4 14 12 14 14 8 10 9 2" MIN. 43.0 14 14 14 13 12 14 14 14 9 8 14 14 9 6 6 0 �j� o 50 0 14 14 14 14 13 14 14 12 10 9 14 14 6 7 6 14 14 14 14 14 14 14 12 12 10 14 14 6 9 7 SOX 14 14 14 11 10 14 14 14 8 7 14 14 7 5 5 �y amn N 72.0 4 14 12 10 9 14 14 5 7 ' 6 14 12 3 S 4 14 14 12 2 10 14 14 6 8 7 14 12 3 6 5 2 72.0 14 14 1k 8 7 14 14 6 5 5 14 14 4 4 3 �--II `4 1/4 "4 lT�d TppCON W E L1A4Gtl5cR I ARNLL� 84.0 .14 14 9 7 6 14 14 5 4 4 14 14 4 4 3 0 *� 1 -H/4" M N. EMBEDMEN 84.0 14 14 B 9 7 14 14 4 6 5 14 12 3 5 4 14 14 9 10 9 14 14 4 7 6 1411213 6 5 rNBE 4 ypp p E 1 g,L 150.0 14 12 3 5 4 14 12 3 5 4 14 12 3 5 4 14 12 3 6 5 14 12 3 6 5 14 12 3 6 5 OR OPP. TO W�O0 GRAIN 150.0 14 14 4 4 3 14 14 4 4 3 14 14 4 4 3 � Zv 43.0 14 14 14 14 12 14 14 11 10 8 14 14 4 7 6 43.0 14 14 14 13 13 7 9 9 3� c 50.A 14 14 14 13 10 14 14 7 9 7 12 12 3 6 5 50.0 14 14 14 11 11 4 8 8 U 1/ 2� Pp ,e S p C . �ALK -IN 72.0 14 14 7 9 7 12 12 3 6 5 9 7 4 3 / 5 MI M E0. & 72.0 11 11 4 7 7 5 4 W! " 2 8" E ED S5 5ENT E 77,x/16 "O W OD ING 1/4 MACHINE SCREWTE L 84.0 14 14 5 7 6 10 10 5 4 9 7 4 3 1 /4_p AHA WSTEEL 84.0 9 9 3 6 6 5 4 $ 150.0 9 7 4 3 9 7 4 3 9 7 4 3 M t 150.0 5 k 5 4 5 4 W my mmwpjj.aamm 43.0 12 12 12 12 12 12 12 12 11 10 12 12 b B 7 12 12 12 12 12 12 12 12 12 12 12 12 8 10 9 43.0 14 14 14 14 11 14 14 11 9 8 14 14 4 7 5. �� 50.0 12 12 12 12 12 12 12 9 10 8 12 12 4 7 6 12 12 12 12 12 12 12 12 12 10 12 12 6 9 7 0 � g/ 50.0 14 14 14 12 10 14 14 7 8 7 13 13 3 6 5 . V FEMALE E P C ME M L A pIArE" 72.0 12 12 9 10 8 12 12 4 7 5 12 9 S 4 12 12 12 12 10 12 12 5 8 7 12 12 3 6 5 FEMALE EPAN 72.0 14 14 7 8 7 12 12 3 5 4 9 7 4 3 8" p 1%4� 2X1 M N EMS REy,& 84.0 12 12 6 8 7 12 12 3 6 5 12 9 5 4 12 12 8 10 9 12 12 4 7 6 12 12 3 6 5 4� 20 MgqC NE SCREW 84.0 14 14 5 7 6 10 10 5 4 9 7 4 3 c V W p� 150.0 12 9 S 4 12 9 5 4 12 9 5 4 12 12 3 6 5 12 12 3 6 5 12 12 3 6 5 WITHUT 150.0 9 7 4 3 9 7 4 3 9 7 4 3 til 43.0 14 14 14 14 14 14 14 14 14 14 14 14 8 12 10 14 14 14 14 14 14 14 14 14 14 14 14 9 14 12 p� u i0 50.0 14 14 14 14 14 14 14 12 14 12 14 14 6 10 8 14 14 14 14 14 14 14 13 14 14 14 14 6 12 10 ANCIIORNOTES. p ( ' . SPANS AND LOADS SHOWN HERE ARE FOR DMMRMpNING ANCH RQ_SPACING ONLY. V� S.. h d 1 /4 "f CO CRETE FLEX 72.0 14 14 12 14 12 14 14 5 10 8 14 12 3 7 6 14 14 14 14 14 14 14 6 12 9 14 13 4 9 7 ALLOWABLE 51TNtM PANEL SPANS FOR SPECIFIC LOADS MUST BE umlleu TO THOSE o , / 1 -3/4" MIN SHOWN IN TABLE 1. EMBEDMENT 84.0 14 14 8 12 10 14 14 4 8 7 14 12 3 7 6 14 14 9 14 12 14 14 5 10 B 14 13 4 9 7 150.0 14 121 3 7 6 14 12 3 7 6 14 12 3 7 6 14 13 4 9 7 14 13 4 9 7 14 13 4 9 7 2• ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OI} '� e 43.0 14 14114114 12 14 14 10 10 8 13 13 4 7 6 14 14 14 14 14 14 14112 13 10 14 14 5 9 7 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 50.0 14 14 14 13 10 14 14 6 .9 7 11 11 3 6 S 14 14 14 14 13 14 14 B 11 9 14 14 4 8 6 THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1/4 "• EL o TAPCON W 72.0 14 14 b 9 7 11 11 3 6 5 8 6 4 3 14 8 11 9 14 1413 7 6 10 8 5 4 1-1/2" MIN. EMBEDMEN 84.0 14 14 4 7 6 9 9 5 4 8 6 4 3 14 14 5 . 9 7 12 12 6 5 10 8 5 4 4. REFERENCE ANCHOR SCHEDULE FOR ANCHOR T BASED ON TYPE OF v Im 150.0 8 6 4 3 B 6 4 3 8 6 4 3 10 8 5 4 10 8 5 4 10 8 5 4 VA EXISTING STRUCTURE. 0 43.0 14 14 14 8 6 10 10 5 S 4 ? 7 4 3 14 14 14 10 8 12 12 6 7 5 9 9 5 4 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' V J. Knezevich I 50.0 13 13 13 7 5 9 9 3 5 4 6 6 3 14 14 14 8 7 10 10 4 6 4 7 77, 3 RECOMMENDATIONS. Pmiesshnet &igLmc r� 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. R•A68N X83 t /4 "W ITW TAPCaN W/ 72.0 9 9 3 5 4 6 6 3 4 3 10 10 4 6 4 7 7 4 3 5 4 3 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS 1 - 1/4" MIN. EMBEDMENT 84.0 7 7 4 3 5 5 3 4 3 9 9 3 5 4 6 6 3 5 4 $ VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 150.0 4 3 4 3 4 3 5 4 3 5 4 3 5 4 3 SIDE CLOSURE PIECES. Y 43.0 9 9 9 7 5 6 6 3 5 3 4 4 3 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER sstt a * 50.0 SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD S`TUO. 3/4" Il 9 O 8 8 8 6 4 5 5 4 3 4 4 3 EDGE DISTANCE 1S ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE 4 pp R N SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE J Mt/ 7/8" EM FOMENT -1& 72•© 5 5 4 3 4 4 3 3 3 3 PHILLIPS PAN HEAD OR HEX HEAD. cp m 1/4 - 20 STp�LESi STEEL 84,0 5 5 3 3 3 3 g MACHI s EW 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN L 150.0 3 3 3 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. # 43.0 12 12 12 10 B 12 12 8 715 11 11 3 5 4 12 12 12 11 9 12 12 9 8 6 12 12 3 5 4 g 50.0 12 12 12 8 7 12 12 5 b 5 10 10 4 3 12 12 12 10 8 12112 5 7 5 10 10 5 4 10. ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. a FEf1 L P LhA E& 72.0 12 12 5 6 5 9 9 4 3 7 5 3 12 12 5 7 5 10 10 4 4 7 5 3 3 11. A' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE w � 4120 WIT NUTSCREW 84.0 12 12 3 5 4 8 6 3 3 7 5 3 12 12 4 6 4 8 8 4 3 7 5 3 SCREW, NUT OR WASHERED WINGNUT. (� 150.0 715 3 7 5 3 7 5 3 7 5 3 3 7 S 3 3 7 5 3 tr 43.0 14114 14 14 11 14 14 9 9 7 12112 4 7 5 14 14 14 14 11 14 14 10 9 8 13 13 4 7 5 i? 50.0 14 14 14 12 9 14 14 6 8 6 11 11 3 6 4 14 14 14 12 9 14 1416 8 6 11 11 3 6 4 If ...1 1/4 "0 EELCO CRETE FLEX 72.0 14 14 6 8 6 10 10 5 4 8 6 • 4 3 14114 6 8 6 11 1113 5 4 8 6 4 3 PRODUCTBEV=0 $` ..I Wl - �MENT MP- Ineomplyfftwuh 0Fbdk Q EM�E 84.0 13 13 4 7 S 9 9 4 4 8 6 4 3 13113 4 7 5 9 9 5 4 6 6 4 3 4 = 150.0 8 6 4 3 B 6 4 3 8 6 4 3 8 6 4 3 8 6 4 3 .8 6 4 3 AiemplmceeN•O - i9999a+ 9 aIa 9'1 43.0 141 14 10 8 11 11 6 7 5 8 B 5 4 14 14 14 13 10 14 14 7 9 7 10 10 3 6 5 1}aW C 0 �"° 0 S/29/2005 50.0 13 13 13 9 7 9 9 3 6 4 6 6 4 3 14 14 14 11 8 12 12 4 7 6 8 8 5 4 c 1 /4 "•ELCa TAPCONW/ 72'0 9191 3 6 4 6 6 4 3 5 3 3 12 12 4 7 6 6 8 5 4 6 4 4 3 �nmlDade [ NOTED ® CAS L 1 1 - 1/4" MIN. EMBEDMENT 84.0 8 8 5 4 5 5 3 5 3 3 10 10 3 6 5 T 10 4 3 6 4 4 3 l�vislun YIM1I 150.0 5 3 3 5 3 3 5 3 3 6 4 4 3 6 4 4 3 6 4 4 3 diaa° p0 f Q5 -353 a sheet S of 6 I i ' • ..• • .i. �•� ... . pp • • . ' • . . .. • . ••• •'• •00 �.• : 1 O Sa ... . R mi\ •• 0 u • . . •. ° T MINIMUM STORM PANEL SEPARATION FROM GLASS TABLE 1 .. T i i �: i •• 0 .�- c NOTES • • . COLUMN 1 COLUMN 2 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE MAX. ALLOWABLt "' •• �' 8 A POSITIVE ACTUAL MIN. SEP. FOR ALL MIN. SEP. FOR ALL WIND LOADS. CH B DESIGN ECK THEIR RESPECTIVE SPANS AND A STORM PANEL va E USE THE LESSER VALUE OF THE TWO. B H SPAN (L} INSTALLATIONS LESS INSTALLATIONS GREATER L LOAD (W) (FT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES L SPAN SCHEDULE E E I p (�'•S.F.) (INCHES) (INCHES) USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. I I °o 2 40.0 8 -8 3 2 -114 7 POSITIVE OR PAN FOR NEG PAN FOR POS ,t, N 10 -6 5 3 -3/8 N� 8 -8 3 2 -1/2 DESIGN . LOAD (FT - IN) (FT - IN) � PRESSURE PRESSURE 4 9 -10 5 3 -1/4 0 50.0 TABLE (P.S.F.) s 8 Z 80.0 -8 3 2 -3/4 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO 40.0 12' -0" 1Q' -4" �F e - 5 3 -1/4 DETERMINE MIN. STORM SHUTTER SEPARATION FROM 45.0 11' -3" 10' -1" I V A-0 3 1 -1/2 GLASS. 50.0 70.0 Et -8 3 3 55.0 10' -2" W -6" 9 -0 5 3 -1/4 60.0 9' -9" 9' -3" r 80.0 4 -0 3 3 '- 9 -1" 3 1 -1/2 62.0 9 W mm B -4 Z �a E 80.6 4 -0 3 1 -1/2 65.0 9' -4" 8' -11" 0. n 7 -9 3 2 -3/4 70.0 9' -0" 8' -7" 100.0 4 -0 3 1 -1/2 72.0 8 B' -4" 7 -3 3 2 -1/2 8 c 75.0 ' -8" 8' -0" O �' 110.0 4-0 3 1 -1/2 6 -9 3 2 -3/8 80.0 8' -3" 7' -6" � 3 -0 3 1 -1/2 d 120.0 90.0 7' -4" 6' -B" o •'^ 6 -4 3 2 -1/4 100.0 6' -7" 6' -0" O < _ 110.0 6' -0" 5' -5" Q c ti 120.0 5' -6" 130.0 5' -1" 4' -7" 140.0 4' -B" 4' -3" rn 150.0 4' -4" W -0" v 160.0 4' - 3' - 9 - Vj, ICLI2ZOVIC}L 0 170.0 3' -10" 3' -6" p. Lf.. Domes; 190.0 3' -5" 3' -1" -1 200.0 3' -3" 3' -0" 2 2005 230.0 2'-10" 2' -7" B .E o Y � g � 1 � i IL c IMMIngCode '- PRtDDITLT LtTYISEIP c CL Acselsmns� No a 0 a g o Ex 4�et Data `'C � 06/29/2005 o Mimi AA "NO,T�E,D DIvOA 1-7 e aft - • 05-353 a sheet b of 6 f f • ffi f • s s • • • f i f • s •f• f i i • Wf i • f •♦ i•i • s i i • is MAR 11 X010 �Yo mavmod ®m�m.�.mm ®ovo� Vii a A PROVED 1 3Y DATE OFiIf�1G DEPT BLDG D EPT SUBJECT CO CCMP[JANCE WITH ALL FEDERAL STATE AND CC;UN'sY RULES ARID REGULATIONS a